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Results 1 to 25 of 13284

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TURBULENT FLOW IN SMOOTH CONCENTRIC ANNULI WITH SMALL RADIUS RATIOS.REHME R.1974; J. FLUID MECH.; G.B.; DA. 1974; VOL. 64; NO 2; PP. 263-287; BIBL. 3 P.Article

WALL SHEAR IN STRONGLY RETARDED AND SEPARATED COMPRESSIBLE TURBULENT BOUNDARY LAYERS.RUBESIN MW; MURPHY JD; ROSE WC et al.1974; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1974; VOL. 12; NO 10; PP. 1442-1444; BIBL. 9 REF.Article

A SIMPLE MOMENTUM INTEGRAL MODEL.BROWN RA.1974; J. GEOPHYS. RES.; U.S.A.; DA. 1974; VOL. 79; NO 27; PP. 4076-4079; BIBL. 12 REF.Article

COATINGS BY WIRE EXPLOSION SPRAYING A PROPERTIES AND APPLICATIONS = REVETEMENT PAR PULVERISATION DE METAL EXPLOSE - PROPRIETES ET APPLICATIONSUHARA T; KITAJIMA K; FUKUDA S et al.1974; IN: 7TH INT. METAL SPRAYING CONF. LONDON; 10-14 SEPT 1973; ABINGTON, CAMBRIDGE; WELDG INST.; DA. 1974; PP. 179-184; BIBL. 3 REF.Conference Paper

THE EFFECT OF SHEAR STRESS ON THE SCREW DISLOCATION CORE STRUCTURE IN BODY-CENTERED CUBIC LATTICESDUESBERY MS; VITEK V; BOWEN DK et al.1973; PROC. R. SOC. LONDON, A; G.B.; DA. 1973; VOL. 332; NO 1588; PP. 85-111; BIBL. 1 P. 1/2Serial Issue

SHEAR MODIFICATION OF ENZYME KINETICSTIRRELL M; MIDDLEMAN S.1975; BIOTECHNOL. AND BIOENGNG; U.S.A.; DA. 1975; VOL. 17; NO 2; PP. 299-303; BIBL. 8REFArticle

THE EFFECT OF VARIATION OF SHEAR STRESS FACTOR ON VIBRATING BEAMS.GHOSH NG.1974; J. MECH. ENGNG SCI.; G.B.; DA. 1974; VOL. 16; NO 5; PP. 346-348; BIBL. 7 REF.Article

GEOSTROPHIC DRAG COEFFICIENTS.DEACON EL.1973; BOUNDARY-LAYER METEOROL.; NETHERL.; DA. 1973; VOL. 5; NO 3; PP. 321-340; BIBL. 1 P. 1/2Article

DISTRIBUTION DES TENSIONS DE CISAILLEMENT DANS LE MANTEAU DE SILICATES DE VENUSZHARKOV VN; ZASURSKIJ I YA.1981; ASTRON. VESTN.; ISSN 0320-930X; SUN; DA. 1981; VOL. 15; NO 1; PP. 11-16; ABS. ENG; BIBL. 10 REF.Article

ANALYSIS OF SHEAR STRESSES IN BULK CARRIERSSHAMA MA.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 2; PP. 75-79; BIBL. 5 REF.Article

LORENTZ CORRECTION OF PEROVSKITE-TYPE CRYSTAL UNDER SHEAR STRESS AND ITS APPLICATION TO BATIO3 CRYSTAL.SUGAI O; YOKOYAMA S; KWI NAM PAK et al.1975; J. PHYS. SOC. JAP.; JAP.; DA. 1975; VOL. 38; NO 6; PP. 1720-1724; BIBL. 4 REF.Article

LA CONTRAINTE DE CISAILLEMENT EN FRACTURE DE ROCHEFUJITA N.1975; J. GEOD. SOC. JAP.; JAP.; DA. 1975; VOL. 21; NO 1; PP. 19-21; ABS. ANGL.; BIBL. 3 REF.Article

MATCHING CLASSICAL BOUNDARY-LAYER SOLUTIONS TOWARD A GEOSTROPHIC DRAG COEFFICIENT RELATION.BROWN RA.1974; BOUNDARY-LAYER METEOROL.; NETHERL.; DA. 1974; VOL. 7; NO 4; PP. 489-500; BIBL. 19 REF.Article

SHEARING STRESS METER.LYNCH RA; BRADLEY EF.1974; J. APPL. METEOROL.; U.S.A.; DA. 1974; VOL. 13; NO 5; PP. 588-591; BIBL. 4 REF.Article

IS VERTICAL SHEAR IN AN ICE SHELF NEGLICIBLE.SANDERSON TJO; DOAKE CSM.1979; J. GLACIOL.; GBR; DA. 1979; VOL. 22; NO 87; PP. 285-292; ABS. FRE/GER; BIBL. 11 REF.Article

ESTIMATION OF THE CRITICAL RESOLVED SHEAR STRESS FOR DISLOCATION GLIDE THROUGH A RANDOM MIXTURE OF DISTINCT OBSTACLESHANSON K; MORRIS JW JR.1975; J. APPL. PHYS.; U.S.A.; DA. 1975; VOL. 46; NO 6; PP. 2378-2383; BIBL. 8 REF.Article

THE FRICTIONAL MECHANISM ON SURFACE OF METALS PLASTICALLY DEFORMED. III. EFFECTS OF THE BULK PLASTIC DEFORMATION ON THE FRICTIONAL SHEAR STRESSKAWAI N; NAKAMURA T.1974; BULL. J.S.M.E.; JAP.; DA. 1974; VOL. 17; NO 110; PP. 1105-1112; BIBL. 5 REF.Article

STABILITE DES DISQUES AU-DELA DE LA LIMITE D'ELASTICITE, COMPTE TENU DES CISAILLEMENTS TRANSVERSAUXKIRAKOSYAN RM.1974; IZVEST. AKAD. NAUK ARM. S.S.R., MEKH.; S.S.S.R.; DA. 1974; VOL. 27; NO 4; PP. 45-56; ABS. ARM. ANGL.; BIBL. 8 REF.Article

LAWS OF VARIATIONS OF NORMAL AND SHEAR STRESSES IN CONTACT LOADING OF COMPONENTSPIGUL VE; SIMONYAN LM.1982; VESCI AKAD. NAVUK BSSR, SER. FIZ.-TEH. NAVUK; ISSN 0002-3566; BYS; DA. 1982; NO 1; PP. 20-22; ABS. ENG; BIBL. 4 REF.Article

CORE STRUCTURES OF NON SCREW 1/2<111> DISLOCATIONS ON (112) PLANES IN BEC CRYSTALS. II. PEIERLS STRESSES AND THE EFFECTS OF AN EXTERNAL SHEAR STRESS ON THE CORESYAMAGUCHI M; VITEK V.1975; J. PHYS. F; G.B.; DA. 1975; VOL. 5; NO 1; PP. 11-16; BIBL. 14 REF.Article

SHEAR FORMULA FOR BEAMS OF VARIABLE CROSS SECTION. = FORMULE DE CISAILLEMENT POUR LES POUTRES DE SECTION DROITE VARIABLEKRAHULA JL.1975; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1975; VOL. 13; NO 10; PP. 1390-1391; BIBL. 5 REF.Article

DIE SEKUNDAEREN SCHUBSPANNUNGEN IM BIEGEBALKEN. = LES CONTRAINTES DE CISAILLEMENT SECONDAIRES DANS LA POUTRE FLECHISSANTEKERMANIDIS T.1975; MECH. RES. COMMUNIC.; G.B.; DA. 1975; VOL. 2; NO 5-6; PP. 227-231; BIBL. 9 REF.Article

EINFLUSS DER NORMALKRAFTVERFORMUNG AUF DIE SCHNITTKRAEFTE MEHRFACH STATISCH UNBERSTIMMTER RAHMENTRAGWERKE, AM BEISPIEL DES EINGESCHOSSIGEN SYMMETRISCHEN DREISTIELIGEN RAHMENS. = INFLUENCE DES EFFORTS DE DEFORMATION NORMALE SUR LES FORCES DE CISAILLEMENT DANS DES PORTIQUES MULTIPLES, HYPERSTATIQUES. EN EXEMPLE DES PRATIQUES SYMETRIQUES A TROIS COLONNESMESTEROM KL.1975; BAUTECHNIK; DTSCH.; DA. 1975; VOL. 52; NO 12; PP. 427; BIBL. 1 REF.Article

ELASTODYNAMIC ANALYSIS OF CRACK EMANATING FROM THE VERTEX OF A WEDGE.VARATHARAJULU VK.1974; J. ENGNG MATH.; NETHERL.; DA. 1974; VOL. 8; NO 4; PP. 281-290; BIBL. 7 REF.Article

L'INFLUENZA DELLA SFORZO DI TAGLIO SULLA ROTTURA DI TRAVI INFLESSE IN CEMENTO ARMATO = INFLUENCE DE LA CONTRAINTE DE CISAILLEMENT SUR LA RUPTURE D'UNE POUTRE FLECHIE EN CIMENT ARMEGIANGRECO E.1974; COSTR. CEMENTO ARMATO; ITAL.; DA. 1974; NO 11; PP. 203-233Article

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